Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 134
... pressure close to 3.5 MPa . The reporter mention that the high pressure is caused by a low aspect ratio ( D / h ) and a 3D state of stress compared to uniaxial compressive strengths . The new Kemi I concrete lighthouse was then deployed ...
... pressure close to 3.5 MPa . The reporter mention that the high pressure is caused by a low aspect ratio ( D / h ) and a 3D state of stress compared to uniaxial compressive strengths . The new Kemi I concrete lighthouse was then deployed ...
Page 135
... pressures were hindcasted due to damaged structural members at 6.0 MPa while the global pressure not exceeded 0.6 MPa . Investigations in American rivers were conducted at different conditions from the east cost of USA to Yukon river in ...
... pressures were hindcasted due to damaged structural members at 6.0 MPa while the global pressure not exceeded 0.6 MPa . Investigations in American rivers were conducted at different conditions from the east cost of USA to Yukon river in ...
Page 138
... pressure are to be estimated . A curve is calculated for all Groups from 0 to to help the prediction of the upper bound static ice pressure to any structure . The curve reads p = 2.05 D -0.06 5 m < D < 162 m ( 2 ) It must be mentioned ...
... pressure are to be estimated . A curve is calculated for all Groups from 0 to to help the prediction of the upper bound static ice pressure to any structure . The curve reads p = 2.05 D -0.06 5 m < D < 162 m ( 2 ) It must be mentioned ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure problem ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed